Lining of RD 1000/R of Akash Disty of Village Miapur of Distt. Fatehgarh Sahib

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

Earthwork Undressed With Combined Lead Upto 15m including breaking of clods.

Dressing of New Earthwork

Earthwork filling In 0.152m Layers in foundation including Ramming, Watering And Consolidation under bed.

Re-handling of earthwork recently executed

Dag belling single kassi stroke minimum 7.5 cm depth.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of Bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Dressing of Bed and Preparation of Sub-grade for Lining complete in all respect as per pwd specifications

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick cement plaster with cement sand mortar 1:4 on bed & top of side walls

RCC work hand mixed 1:2:4 for slab including steel reinforcement

Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes

Centering and shuttering of concrete faces

Fixing of frame

Supplying & Laying Dry Brick Bats

Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer volumetric type

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Filling Contraction Joint with special impervious hot pour 12.5mm wide.

RCC 1:2:4 hand mixed

Any Other Item. CSR+ZP